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1 <br />Bridge Deck <br />Pavement Ledge <br /> <br />3" <br />Lap <br />2'-0" <br />20'-6" <br />1 <br />Bridge Deck <br />Pavement Ledge <br /> <br />3" <br />20'-6" <br />PLAN SHOWING TOP REINFORCING <br />PLAN SHOWING BOTTOM REINFORCING Structure <br /> Structure <br /> <br />3 <br />Lap <br />2'-0" <br />3 <br /> <br />30 Spa. @ 8" = 20'-0" <br /> <br />10 Spa. @ 2'-0" = 20'-0" <br />#53"3"#5 <br />Lengths <br />#5, Variable <br />Variable Lengths <br />#5 @ 8", <br />31 - #5 <br />#5 x 20'-2" <br />11 - #5 <br /> Lengths <br />#5, Variable 3" 3" 3"3"Sleeper Slab <br />Sleeper Slab <br />591 <br />Variable Lengths <br />#5 @ 2'-0", #5 Bars Spa. @ 8" (max.)#5 & 591 Bars Spa. @ 6" (max.)RCBA Width to be Shown on the PlansRCBA Width to be Shown on the PlansE 609-RCBA-03 <br />INDIANA DEPARTMENT OF TRANSPORTATION <br />STANDARD DRAWING NO. <br />DATECHIEF ENGINEER <br />DATEDESIGN STANDARDS ENGINEER <br />SEPTEMBER 2020 <br />SKEWED <br />REINFORCED CONCRETE BRIDGE APPROACH <br />RCBA = Reinforced Concrete Bridge Approach <br />:KEY <br />reinforcing bars shall be provided. <br />be shorter than 2 ft 0 in., a fanned configuration of three #5 x 5'-0" <br />For skew > 15 degrees where variable-length transverse bars would 3 <br />on the plans. <br />Variable-length #5 bars shall be detailed by means of cutting diagrams 2. <br />for terminal joint and sleeper slab details. <br />When shown on the plans, see Standard Drawing series E 503-BATJ 1 <br />NOTES: <br /> <br />3 - #5 x 5'-0" <br />3 - #5 x 5'-0" <br /> <br /> <br /> <br /> <br /> <br />03/10/20 <br />04/02/20